INKEL Limited Tender

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INKEL Limited - INKEL Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date2 Sep 2022
Closing Date30 Sep 2022
Tender Amount₹ 34,59,134 
Notes
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Costs

Summary

Alappuzha Heritage Project Additional Works And Overhead Tank For Yarn Museum

Description

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BOQ Items

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Supplying and laying good quality red earth from approved source, spreading & compacting to fill up and level including watering and thorough consolidation to the standards and instruction of the engineer in charge.The rate Includes cost of materials conveyance, stacking charge, spreading, watering and consoldation as per the direction of Engineeer in charge

201.6

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16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

1000

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Strengthening the existing wooden beams,columns etc using steel plates, angles flats etc. as per drawing, including cost and conveyance of steel plates, nuts, bolts, screw, fabricating, fixing,priming coat etc complete as directed by Engineer- in-charge.<br>

577.5

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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) with water proofing chemical

584

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12.7.2 : Providing and fixing 15cm wide, 45 cm overall semi circular plain G.S. sheet gutter with iron brackets 40x3 mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/ m2

96

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Dismantling tiled roofing with battens, boarding etc. complete including stacking of serviceable material and disposal of unserviceable material within 50 metres lead including additional repair charges .

624

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Providing and laying approved make, MP tiles of 320 mm or nearest size over reeper bands (already done) to correct lines and levels including the cost, conveyance of all materials etc. including scaffolding charges complete as directed by Engineer-in-charge.

50

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Providing & fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on frame work complete including scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).

50

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Labour charge for Laying available departmental MP hip and ridge tiles set in lime mortar (1: 1/2:8) including finishing edges using red oxide powder etc. including necessary scaffolding complete as per the instruction of engineer in charge.

40

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Cleaning MP tiles, hip and ridge tiles by removing water weeds, fungi etc using wire brush and lime water and stacking the tiles properly as per the direction of Engineer in Charge

624

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Labour charge for Roofing with departmentaly supplied MP roofing tiles including extra labour with raised up mughappu, false ceiling, obstructions, additional works in valleying areas etc. including necessary scaffolding complete as per the instruction of engineer in charge

624

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Supplying and providing Premium Flex sheet (Wienerberger) on the rafters as per the standard specification by the manufacture and the direction of the department officers at site

624

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12.41.2 : Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter

6

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12.42.3.2 : Single tee with door110x110x110 mm

4

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Supply and Installation of Stainless steel mesh with frame

100

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OVERHEAD TANK

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2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

32.34

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Supplying and filling with Sand and aggregate in trenches or embankment in layers ( each layer should not exceed 15 cm), including compacting each layer by rolling / ramming and watering, all complete as per drawing and direction of Engineer - in-charge

7.94

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4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

4.68

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4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

1.6

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5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

4.02

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5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

420.44

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2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

18.78

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5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

17.04

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10.16.3 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Electric resistance or induction butt welded tubes

3044.99

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13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

87.65

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PLUMBING

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Centrifugal Monoblock Pump for Domestic Water Supply - Providing and fixing of Single Phase Centrifugal Monoblock Pump having SS Shaft, CI/Bronze Impeller and Body, Mechanical Seal. Pump should be capable to deliver 4.75 lps @ 16mtr head, Head range 10 to 22mtrs (6 lps to 2.5 lps), Three Phase.

1

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Providing and fixing at site in position micro controller based automatic level controller system with inbuilt tuner, starter, level controller, float switches, overload protection with Three phase, auto/manual mode, sensor for under ground sump/well and over head tank complete in all respects. The quoted rate shall include the necessary AC and DC wiring.

1

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18.48 : Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

4000

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50.18.9.6.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2

150

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50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall

20

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50.18.9.5.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2

250

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50.18.7.5.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 10 Kgf/cm2- Internal work- exposed on wall

10

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50.18.9.4.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2

80

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50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall

10

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50.18.9.3.2 : Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2

10

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18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore

3

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18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore

2

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18.17.3 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore

2

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18.18.2 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore

10

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18.19.3.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal bore Horizontal

1

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Supply,Fixing & commissioning of Pop up spray head- Spray bodies, having Co-moulded wiper seal is moulded into the cap and features an encased plastic 'cage' to provide unmatched resistant to grit, with high efficiency Nozzle capable of covering 0.4-4.6m at 0.5 - 2.1 Bars, pressure with Matched precipitation rate, tactile click and DU > 0.7 Additionally, the pressure-activated, multi-function seal design assures a positive seal without excess 'flow-by' which enables more heads to be installed on the same valve, Two-piece ratchet mechanism, Features is Precision controlled flush at pop-down clears debris from unit, Constructed of time-proven UV resistant plastic. Pop spray body shall with stand upto 4.8 bar, Built-in check valve. Traps water in lateral pipes in elevation changes of up to 14 feet (4.2 m). PRS Maintains constant outlet pressure at 30 psi or 45 psi at varying inlet pressures.

10

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